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Home My WebLink AboutWWP2703398.2SW 114, SEC. 30, TWP. 23 N., RGE. 5 E., W. M. Li Q z U Ld 3 0 fy— a_ 0 Q In z W J L_ PIONETERSON SULTING MORTAR FILLET MANHOLE FRAME AND COVER SEE DRAWING BR29 (SP PAGE B074) ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 'E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 'A' Is' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54 8' MIN. 5.5 MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN, 6" MIN. 42" MIN. 30" I.D. NOTES: STEPS TO BE 3/4" P DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED, B. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AR05HIELD OR APPROVED EQUAL- COLOR OF COATING SHALL BE WHITE. T. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443, B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE '.ARGEST PIPE. SANITARY 1tANHOLE 9. CONNECTIONS TO MANHOLE SHAD. BE MADE USING GPK ADAPTOR. KOR-N-SEAL BOOTS OR APPROVED EQUAL TYPICAL DETAIL 10. MANHOLES EQUAL TO AND GREATER THAN 2D FEET DEEP SHALL HAVE A "SURETRACK- COMBING AND FALL PROTECTION SYSTEM 'INSTALLED. ADOPTED CITY DF REMTDN t ✓� t STANDARD PLANS LST DATi:04/04 4 1 R 0 17 DATEREVISION BY DWG. NAME: 8071 SP PAGE: E1071 , 4010 Lake Washington Blvd. N.E., Suite 300 Kirkland, WA 98033 Tel (425) 827-5874 Fax (425) 822-7216 of W 792 Aw- , 0�hQ I STD �`SsjONALO1 EXPIRES 03/19/2009 RECOMMENDED FOR APPROVAL BY: DA7F. BY• DATE.• BY: DATE.• BY DA7E• %- - 11 N.C. SOCKET HD SCREW 1 Ya" LONG (BRONZE OR S.S. 76" x 2" RAISED PADS CAST IRON RING AND COVER NOTES I. $" CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC. No. 389E OR EQUAL, CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2, IN UMWMOVEO AREAS. POUR A 1'-0' THICK, 2`-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER, 4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36, CLASS i TIGHT PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 8 OR B INCH CLEANOUT ADOPTED Cl19r OF RLM'fDN R STANDARD PLAN$ LBT DATE: 03/2005 DWG. NAME: 8076-1 SP PAGE: B076.1 SURVEYED: SCALE: DMNED: NO SCALE J. BROWN DRAWN: R. LANG ONE INCH 1 AS -BUILT "Sc �2�08 ✓MB CHECKED: J. BROWN AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE R AP APPPROvEo: LE ACCORDING — SANITARY SEWER NOTES, 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON /N THE RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK /N THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. J. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCT70N. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. & A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION /S /N PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXIS77NG TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATL/NE CUT WITH SAW /N A CON77NUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPAC770N. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 12. DATUM SHALL BE CITY OF RENTON, 1988 NA VD. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVENT70N OF ON -SITE EROSION AFTER THE COMPLET70N OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION /N ACCORDANCE WITH THE STANDARDS AND SPECIFICAT70NS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDIT70N OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON /N THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF 77-IE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE /N ALL DIREC77ONS TO MATCH PAVING. S-339802 HORIZONTAL- NAD 1983/1991 CITY OF YO U N K E R N I S S A N •- � RENTON 3401 EAST VALLEY ROAD DATUM RENTON, WASHINGTON 98055 Planning/Building/Public Works Dept. SANITARY SEWER NOTES & DETAILS V--. ® 00 3J M CA A S-BUILT saros MAY 2007 FIELDBOOK: PAGE: MISC-0166 C2.7 13